Directed Distance in Coordinate Geometry: Sign Convention

  • Context: Undergrad 
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Discussion Overview

The discussion revolves around the sign convention for directed distances in coordinate geometry, particularly when considering the displacement between two arbitrary points, P1 and P2, in various orientations. Participants explore the implications of these conventions in both theoretical and practical contexts.

Discussion Character

  • Conceptual clarification
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant questions the sign convention for directed distances when the segment P1P2 is not parallel to the x-axis or y-axis, seeking a comprehensive explanation of all possible cases.
  • Another participant asserts that distances are always positive, while displacement, being a vector, cannot be described by a single signed scalar, emphasizing the need for multiple components to define it.
  • A participant references their book, stating that if P1 is above P2, the directed segment P1P2 is considered negative.
  • Another participant quotes their book, which explains that the positive sense of a segment is determined by its orientation relative to the coordinate axes, with upward along the segment being positive when not aligned with the axes.
  • A participant agrees with the book's assignment of signs based on the y-component of the vector between the points, outlining four possible combinations of x and y components and their corresponding signs for directed segments.
  • There is a suggestion that working with vectors may be more advantageous than adhering to the book's arbitrary conventions for segment directions.

Areas of Agreement / Disagreement

Participants express differing views on the assignment of signs to directed segments, with some supporting the book's conventions while others advocate for a vector-based approach. The discussion remains unresolved regarding the best method for determining the sign of directed distances in all cases.

Contextual Notes

There are limitations in the discussion regarding the assumptions made about the orientation of segments and the definitions of positive and negative directions, which are not universally agreed upon.

batballbat
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in coordinate geometry i am having problem with the sign convention of directed distances. Let P1 and P2 be arbitrary points on the graph. Then what is the sign convention for P1P2 to be positive or negative. I know that if P1P2 is parallel to x-axis or y-axis then the normal convention for positive and negative direction (right=positive...up=positive). But what happens when P1P2 is not parallel to x-axis or y axis. What is the convention to determine whether P1P2 is positive or negative. Please exhaust all the possible cases.
 
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Distances are always positive, so the distance between P1 and P2 is positive.

As for the displacement...displacement is a vector. A signed scalar quantity is not sufficient for describing a displacement in general. In the special case where the displacement lies entirely along one of your chosen coordinate axes, you can do it (because it reduces to a 1D situation). But the short answer to your question is, I think, that the displacement doesn't have a "sign" because it can't be described using a single number. It is a vector quantity (there are infinitely many directions in which it can point, as opposed to just two).

EDIT (to elaborate on this further): you need at least two numbers to describe a vector (if you're in a 2D space, that is). These numbers could be x and y components (in which case either component could be either positive or negative). Alternatively, the two numbers could be the magnitude of the displacement and a bearing/direction, the latter of which is just an angle measured relative to some chosen reference direction.
 
Last edited:
in my book P1 is above P2 and it says that P1P2 is negative
 
quoted from my book

If the segment is parallel to the x-axis, we say that its
positive sense is that of the positive direction of the x-axis.
If the segment is not parallel to the x-axis, we make the convention
that upward along the segment is the positive sense on
the segment.
 
batballbat said:
in my book P1 is above P2 and it says that P1P2 is negative

So your book assigns a sign to the "directed" segment that is basically the sign of the y-component of the vector between the two points in the segment. Fine.

Obviously there are four possibilities:

1. x-component is positive, y-component is positive
2. x-component is positive, y-component is negative
3. x-component is negative, y-component is positive
4. x-component is negative, y-component is negative

Your book would call 2 and 4 'negative' directed segments. But I think you can probably see the advantage of just working with vectors, rather than doing what they do. They assign an arbitrary convention for directions "along" a segment, but it's not really necessary.
 
thanks
 

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